HomeMy WebLinkAboutDWG 541-5A; PD 2023-0004; HILLSIDE PATIO HOMES; 01-0710.31.2024
Homeowners Association
JN/JG
DATE
LO
9/30/26
GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII
OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE
PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE
DATE OF THE IMPROVEMENT AGREEMENT.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SDILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
" EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
6:00 P.M. EACH DAY, MONDAYTHRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF
EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED
BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT ASITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 402 -8B SHEET 5, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
AT&T
TIME WARNER CABLE
COX COMMUNICATIONS
CITY OF CARLSBAD(STREETS & STORM DRAIN)
'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)
'SAN DIEGUITO WATER DISTRICT
'LEUCADIA WASTEWATER DISTRICT
'VALLECITOS WATER DISTRICT
• OLIVENHAIN WATER DISTRICT
'BUENA SANITATION DISTRICT 'AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
(800)422-4133
(800)411-7343
(800)892-0123
(760)438-7741
(619)262-1122
(760)434-2980
(760)438-2722
(760)633-2650
(760)753-0155
(760)744-0460
(760)753-6466
(760)726-1340 x1330
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS 15.16.120A.8
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR 15.16.120 A.10 CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABO RA TORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE
SATISFACTION OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: DEBERRY ENGINEERING ASSOCIATES INC
ADDRESS: 17708 OLD WINERY CT
CITY, STATE: POWAY, CA 92064
TELEPHONE: 858 451 0713
BY: WILLIAM DEBERRY DATE· DEC 22, 2022
(NAME OF ENGINEER)
R.C.E. NO.: ~C~34~54~5 ______________ _
REGISTRATION EXPIRATION DATE: ~9~·-30~-2~5~------
SOILS ENGINEER'S CERTIFICATE
I, WILLIAM DEBERRY A REGISTERED CIVIL
ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
MAY 18, 2021 AND MAY 22, 2022. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER. '
SIGNED:
G E /P E NO C34545
$>&,J ''II ... ..
DATE: DECEMBER 22, 2022
NO. 34545 , * PIRES 09/30/Jl * LICENSE EXPIRATION DATE: 9-30-25
®'C/V\\,,~
OWNER'S CERTIFICATE Q::-rnJ
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO ASTATE-
REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER
(QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF
THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND
MUNICIPAL PERMIT, LATEST VERSION, ~
Hillside Patio I <:F JACK SMYER DATE
CE OF TOPOGRAPHY
aphic Map, Vivienda/Dorado Landslide
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOE AZAR,
UNLIMITED DRILLING AND FOUNDATIONS AT (619) 871 -7880
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION
ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE
QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER
POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT.
THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND
MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE
ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT
ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE
QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY
INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR
EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A
PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2, AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15%
SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY ORA COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6:1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a, ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
DEBERRY ENGINEERING ASSOC. INC.
WILLIAM DEBERRY
17708 OLD WINERY CT
POWAY, CA 92064
858 451 0713
VICINITY MAP
CITY OF OCEANSIDE
PACIFIC
OCEAN
?8
INDEX OF SHEETS
SHEET 1
SHEET2
SHEET3
SHEET4
SHEETS
SHEET6
I.. ,, l / 1 -"o 'i
I ~------
\
CITY OF ENCINITAS
TITLE SHEET & NOTES
SPECIAL INSPECTION SHEET
GRADING SHEET
SECTIONS
DETAILS
SWPPP TIER 2 NOTES
' !
NOTTO SCALE
\ CITY OF VISTA
l 0~
<I' CITYOF
' SAN MARCOS
SHEET? SWPPP TIER 2 EROSION CONTROL PLAN
LEGAL DESCRIPTION
PRICE: LOT 489 US55 DOC 78-82643
APN: 223-200-16-55
MOORE: LOT 489 US56 DOC 78-82643
APN: 223-200-16-56
CURRY: LOT 492 US 130 PER DOC 7B-B2645
APN: 223-200-32-26
WALKER: LOT 492 US 131 PER DOC 78-82645
APN: 223-200-32-27
PROJECT ADDRESS
PRICE: 3327 VIVIEN DA CIR, CARLSBAD, CA
MOORE: 3325 VIVIEN DA CIR, CARLSBAD, CA
CURRY: 3313 DORADO PL, CARLSBAD, CA
WALKER: 3311 DORADO PL, CARLSBAD, CA
DEVELOPER
HILLSIDE PATIO HOMEOWNERS ASSOCIATION
C/0 JACK SMYER
1110 CAMINO DEL MAR, SUITE F
DEL MAR, CA 92014
T. 858.755.4731 F. 858.755.6594
REFERENCE DRAWINGS
MAP7950
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. N/A
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY DeBERRY ENGINEERING ASSOCIATES INC
DATED December 10, 2022 Updated July 12, 2023, May 10, 2024
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED _N_/A _______ _
10. STORM WATER POLLUTION PREVENTION PLAN TIER 2 PREPARED
BY DEBERRY ENGINEERING ASSOCIATES INC SEE SHEET 7
11. SJ,?RM WATER MANAGEMENT PLAN PREPARED NA SWMP NO.
-----
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
PROJECT DESCRIPTION
REPAIR LANDSLIDE BETWEEN 3327 & 3325 VIVIENDA CIR AND 3311 & 3313 DORADO PL
BRING THE SLOPE BACK TO THE ORIGINAL CONFIGURATION
BY REMOVING THE WASHOUT SOIL FROM THE SLOPE SURFACE.
COMPACT SOIL IN PLACE WITH GEOGRIDS
RECONSTRUCTING A RETAINING WALL AT THE BASE OF THE SLOPE.
CONSTRUCT A FRENCH DRAIN BEHIND 3327 & 3325 VIVIENDA CIR
LEGEND STD. DRWG.
DESCRIPTION
PROPERTY LINE
CENTER LINE _____________ _
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING SPOT ELEVATION ________ _
PROPOSED SPOT ELEVATION _______ _
LIMITS OF GRADING _______ _
EXISTING RETAINING WALL _______ _
RETAINING WALL DISCHARGE POINTS _______ _
FLOW DIRECTION. _______ _
PROPOSED FRENCH DRAIN______ PER DETAIL ON
PROPOSED CATCH BASINS_____ SHEETS
NDS 11, 4" ROUND GRATE COVER OR EQUAL
PROPOSED 12" NDS CATCH BASIN ______ _
SLIDE AREA _____________ _
LEGEND
-1030 -
1044 -
E 1030
P 1030
----
~ s SI
PROPOSED RETAINING WALL
AND 24" DIA CONCRETE PIERS_______ PER DETAIL ON
SHEET 5
C-==-=----
PROPOSED RETAINING WALL DRAINAGE DITCH PER SDRSD D-75 TYPE A -
-
PROPOSED CONCRETE DITCH PER DETAIL ON SHEET 4
PER SDRSD D-75 Type D
I • • • ~ •. I
PROPOSED GEOGRID _________ _
PROPOSED SUMP PUMP ----------
PROPOSED CHIMNEY DRAIN _________ _
·--CHOR ---
PROPOSED 3" DRAIN PIPE _________ _
PROPOSED 3" CURB DRAIN ____ _
CONC PAVER R&R _____ _
CONC PATIO R&R _____ _
SDRSD D-27 MODIFIED
NO SIDEWALK
CORE CURB ONLY
POST-CONSTRUCTION BMP TABLE
b
UW H
f. , ·I
QUANTITIES
192 LF 20 +/-EA
770SF
90 LF
90 LF
118 LF
1,850 SYD +/-
1 EA
45 LF
1 EA
300 SF+/-
1100 SF+/-
SEWER DISTRICT STORMWATER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM
LEUCADIA WASTEWATER
WATER DISTRICT ~ STANDARD STORMWATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
OLIVENHAIN MUNICIPAL WATER DISTRICT
EARTHWORK QUANTITIES
TYPE DESCRIPTION
CUT: 430 CY
FILL: 900 CY
IMPORT: 47 CY
EXPORT: ____ ~CY
REMEDIAL 1 000 CY
BENCH MARK
TOTAL DISTURBED AREA= 5590 SF
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF
SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND
TEMPORARY DISTURBANCE SUCH AS VEHICLE AND
EQUIPMENT STAGIN AREAS, CONSTRUCTION WORKER
FOOT TRAFFIC, SOIL/ GRAVEL PILES, UTILITY TRENCHES,
BACKFILL CUTS, AND SLOPE KEYWAYS)
TOTAL REPLACED IMPERVIOUS AREA= NONE
TOTAL PROPOSED IMPERVIOUS AREA= NONE
DESCRIPTION: FD B&D WELL MON. STAMPED RCE 9416 (CLSB-26)
LOCATION: AT THE END OF CURVE IN MIDDLE OF AND OPPOSITE
OF 3305 PIRAGUA STREET, CITY OF CARLSBAD SURVEY CONTROL
RECORDED: (ROS 17271) NGVD 29
ELEVATION: 393.452 UPDATE PER DATUM: NGVD 1929
OWNERSHIP
TRASH CAPTURE? HYDROMODIFICATION?
~ YES ~ YES
NO NO
MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
/4 ~ j/~J~~
INSPECTOR DATE
I SH-fET I CITY OF CARLSBAD I SH7ETS I i& ,7 o.tJ,,.,j ENGINEERING DEPARTMENT NO. 34545 ' * PIRES 09/30/~ * GRADING PLANS FOR:
~C/V\\,,~ HILLSIDE PATIO HOMES Q::-Q)l.~ 3311 -3313 DORADO PL.
3325-3327 VIVIEN DA CIR
SOUR
Topogr
Dated
Prepar
From A
Mab 2020, Figure No. 1
ed r Cottont Shires & Assoc.
LEUCADIA WASTEWATERDISTRICT
PUBLIC SEWER SYSTEM APPROVAL OLIVENHAIN MUNICIPAL OLIVENHAIN MUNICIPAL GR 2023-0005 TITLE SHEET
eria Drone opographic Survey
PROJE CT LOCATION
OJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER($) THIS PR
APN: 22 3-200-16-55 & 56 and APN: 223-200-32-26 & 27
LIFORNIA COORDINATE INDEX OF THIS PROJECT IS: THE CA
N 1,975,7 15.56 E 6,259,832.09
APPROVED BY: LWD DISTRICT ENGINEER WATER DISTRICT
SIGNATURE NOT REQUIRED C33692 Potable Waler System Approval I WFO #:
Dexter S. Wilson, PE RCE Date
BY: SIGNATURE NOT REQUIRED DATE:
Dexter Wilson Engineering, Inc. 6/30/2024 Lindsey A.R. Stephenson
Firm Exp.Date
WATER DISTRICT APPROVED: JASON S. GELDERT
Recycled Water System Approval I WFO#: ENGINEERING MANAGER RCE 63912 EXPIRES
DWN BY: W.J□ PROJECT NO. DRAWING NO. BY: SIGNATURE NOT REQUIRED DATE: DATE INITIAL DATE INITIAL DATE INITIAL
Lindsey AR. Stephenson REVISION DESCRIPTION CHKDBY: PD2023-0004 541-SA
ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:
Docusign Envelope ID: D4FEB2C2-7F21-4CBF-A336-35010BF77EED
11/15/2024
JN/JG
LO
DATE9/30/26
Docusign Envelope ID: D4FEB2C2-7F21-4CBF-A336-35010BF77EED
11/15/2024
CLEAN OUT C NECTION DETAIL
,,.
12" DRAIN BOX w 12" NDS DRAI 3329 Vivienda Cir EXISTING SINGLE FAMILY RESIDENCE c.o.ORK ACCES
STORM DRAIN F R GRAVITY EXISTING FENCE REMOVE AND REPLACE IN KIND
IE 254.
EXISTING CURB DRAINS
Match E Grade,
I ' -, • '-.j
' '/ ' -, ·, ' _, '
• '°C00N°C D�: ' , I ' • , I , •. +· 0255.1,
; ' ' '....'.·� ' ' -'_ ) ·.: .4""SC ED40 DRAIN PIPE 2.5 % SLO
EXISTING TELECON �AAs_�ESTAL
+256.37 ---,�---
V ,_, , ,-,- V •-� , ,'·CONC DWY ••
' ..L ,-, - ' ' ' -, ' ,_,'
· __ , . �-). · ·_·.., 25L1) .• ·-·'' . .
'_. -V,
'·� ....... ,
SEE DETAILS D1,D2,D3
SHEETS
SECTION V
FG 257+/IE 255.0'SOLID PIPE LAWN
3327 Vivienda Cir
EXISTING SINGLE FAMILY RESIDENCE
�J..-"'-"£,...,,'--, •If.st,.i;). 0--,
Section B
11).9'
'
"vo C ',
�<1� :9e
3325 Vivienda Cir EXISTING SINGLE FAMILY RESIDENCE
WOOD FENCE
3329 Vivienda Cir
TEMP.BACKCUT ,:,{]lrns, CRAO>
SUMP DETAIL TEMP. BACKCUT
EXISTING RETAINING WALL TO REMAIN
PILE LOC. TYP.
255.65'OLID PIPE
E 252.15'ERF PIPE FG 257.o-+/-•
RFPI
I·
�
' \,..\
� � � ... t 6'
+257.65
.+ i'l' 7. :g 0
3323 Vivienda Cir EXISTING SINGLE FAMILY RESIDENCE � +258.2
IE 256'SOLID PIPE IE 252.5'PERF PIPE DRAINS TO MATCH
EXISTING GRADE FG 258 IE 255.9'SOLID PIPE IE 252.4'PERF PIPE
+257.94 D/5
TOE OF SLOPE262.5'
\
\��\�\ \
PATIO REINFORCED WITH #3 REBAR AT 24" OC EACH WAY, 3" FROM BOTTOM
,ern,c,[:;;::: • • • .. · .S:�eATIC
[ • ·2500 PSI CONC
•.
• "'
f-.12"..j PATIO DETAIL, TYP
3309 Dorado Pl EXISTING SINGLE FAMILY RESIDENCE
FSURF 288.4 r§>�/P
,,.<<
3311 Dorado Pl
EXISTING SINGLE FAMILY RESIDENCE
\__ FF=289.9
RAISEDWOODDECK
FF=289.9 3313 Dorado Pl
+289.3
a,
C�ATIO
- -� FSURF 289.4 289 • 34/4-f::'..-----TOP OF SLOPE288.0'
ORN
CONSTRUCTION NOTES [I] CONSTRUCT FRENCH DRAIN PER DETAIL D SHEET 5 12] CONSTRUCT SUMP PUMP PER DETAIL D1 SHEET 5�CONSTRUCT RETAINING WALL PER DETAIL E SHEET 5� CONSTRUCT CONCRETE DRAINAGE DITCH PER DETAIL 1 SHEET 4lfil CONSTRUCT CONCRETE DITCH PER DETAIL 3 SHEET 4 SDRSD D75 TYPE AIll] REMOVE AND REPLACE PAVERS AS REQUIRED[l] REMOVE AND REPLACE CONCRETE PATIOS AS REQUIREDi§J INSTALL 12" DRAIN BOX w 12" NDS DAINAGE GRATE
oORN
EXISTING
RESIDENCE
6' HIGHWOOD FENCE
LAWN
+289.14
ECURB DRAIN
CONC.DWY
CONCWALK,TYP
GARAGE
+288.6-8
'. '+288.6-2
4
LAWN
+ 288.61�
+288.93
+289.47
�6' HIGHWOOD FENCE
3315 Dorado Pl FG288.4' LIMIT OF GRADING +290.13WOOD
RAISED DECK
EXISTING SINGLE FAMILY RESIDENCE
LIMIT OF .Q.i;rADll'.J EXISTING NO WORK "AS BUil T"
----
274
EXISTING LANDSCAPING SHRUB AND GROUND COVER NO CHANGE 276 �
Lot489
-----
INSTALL SUBDRAIN AT HEEL OF KEYWAY/ BENCH. 280 --USE 4" DIAMETER SDR-35 OR SIMILAR PVC PERFORATED PIPE. SURROUND WITH¾" TO 1 " .. --
WASHED DRAIN ROCK WRAPPED WITH M�40N FILTER FABRIC. OUTLET SUB[laAll'l1"0 RETAINING WALL D .-------
Lot 490
DEBERRY ENGINEERING ASSOC. INC. WILLIAM DEBERRY 17708 OLD WINERY CT POWAY, CA 92064 858 451 0713
EXISTING NO WORK
SCALE 1 "= 1 0' Lot491 � &492 I
10 5 0 10 20 RCE___ EXP.____DATE
REVIEWED BY:
INSPECTOR DATE
r----t-----t--------------1-------1-------l---1-__J I SH
3
EET I CITY OF CARLSBAD I SHE7ETS IENGINEERING DEPARTMENT �G�RA�D�IN;:G�P�LA�N�S�FO�R�,=====::===:::::::::::==l__':::=::::=�
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
HILLSIDE PATIO HOMES 3311 -3313 DORADO PL. 3325-3327 VIVI ENDA CIR GR 2023-0005 GRADING SHEET APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26 DWN BY: WJD CHKD BY: RVWD BY:
PROJECT NO. PD2023-0004 DRAWING NO. 541-5A
DATE
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G GRATE
CORE HOLE IN CUR~ 1 -___
255.
FLOW
V
, .
. -'
)
D-D-'---D--0-
PERF P
FG 257.5 fE s
I p
-
LI IT (i)F
6' TRIUM RAI~
Tl~ INTO S(!LID IPE
I FR DRAllll~PIP • \--
\
\
79.5 L \
)
-
LI
" NO. 34545 * PIRES 09/3 ~ '-\ CJV\\./ ~
"'._~ Q::-CPL\¥"f7
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·+ 287. '
E==r==t==============+==t==f=3=3 ~=======~ E==r==t==============+==F=f=3=~ ~=====,r====~=~ E~~±==========1===+==f=E~ L__I ---==-==IL___--~-
Docusign Envelope ID: D4FEB2C2-7F21-4CBF-A336-35010BF77EED
11/15/2024
JN/JG
LO
DATE
Docusign Envelope ID: D4FEB2C2-7F21-4CBF-A336-35010BF77EED
11/15/2024
Grade Level Out flow .. 3" TRIPLE WALL HOPE DRAIN PIPE 2.5 % SLOPE TO DISCHARGE TO GUTTER SUMP PIT 24"Corrugated HOPE Pipe with cover 72" deep Two pump system. Main pump hard wired to house power, secondary pump with battery back-up in case of power loss LITTLE GIANTSump/Battery Back-UpSystem: 1/3 (Primary) HP72 .. + Cast Iron (Primary) Plastic(Secondary) Item 48ZJ79 Mfr. Model 506411 SPBS Series Sump Pump Battery Backup 10EC
Sump is Fiberglass
GB-24 X 072-100
with 5/32" wall and floor
thickness
By AK Industries Inc or Similar
0 I
I I I
.. Steel Cover
Float Switch Sump Pump
Sump
5/32" fiberglass QJ) SUMP PUMP
(6)3/8°□NA 26
¢28
¢24
-----+-----' I I I
I\) 01 :::!!0-I\) CD =ca :::!! Ol 0-72" CD en ca en
Ol en en
1 "
:::!!0-CD ca i:ii""en en
TAPS
1/2° BC
(1)28'
I/ 5/32" fiberglass=�============ I .
0
I I I I
I I
(6)9/16' HOLES□N A 26 1/2'!1! B.C.EQUALLY SPACED
0
------+------1
I
0 I 0
I I
------28'------.
3/8" STEEL COVER
Concrete Pavers where exist� Elevation to match eixisting --. �NDS 11, 4" round grate cover or equal • • • • • •
Surface Drains @ 15' +/-----+:�-4" PVC Solid Pipe FL Elevation per plan ----iD�=-Filter Fabric
3/4" gravel
60 -70"
4" PVC Perforated Pipe Perforations Down
12." min
@FRENCH DRAIN
CONCRETE DITCH PER SDSRD D 75 TYPE A DETAIL 3 SHEET 4
8" CIP CONCRETE RETAINING WALL
0
,;,. .•
< I
6
< '
' '
� WALL EXTENDS 6" ABOVE GRADE
� FINISH GRADE
. I I I �=11MIRAFI DRAINAGE FABRIC 3/ 4" GRAVEL-----------------------4" PERF SCHED 40 PVC
4" SCHED 40 PVC TE
SOLID 4" SCHED 40 PVC DRAI
A A 1-<----------+------------><' KEYWAY-------� . ..6. : •• SLOPED 2% INTO SLOPE
<
OA A A • "6 • A ® KEYWAY DRAIN TIE IN TO RETAINING WALL DRAIN
SPACE CAISSONS @10' ON CENTERS FOR RETAINING WALL SPECIFICATIOINS SEE RETAINING WALL DETAIL BELOW
CONCRETE DITCH PER WALL EXTENDS 6" ABOVE GRADE � FINISH GRADE SDSRD D 75 TYPE A DETAIL 3 SHEET 4
8" GIP CONCRETE ---�� 3#6 BARS T&B #6 BARS@10"
1 MIRAFI DRAINAGE FABRIC 3/4" GRAVEL 4" PERF SCHED 40 PVC ��-,=,�-LAP REBAR 30" MIN=111 I =1 1 I +
1-r24"#6 BARS @10" t
<'> ,)2:$.{_-_ USE #3 TIES @ 9" O.C. START FIRST TIE 4-1/2" BELOW BOTTOM OF FOUNDATION ADD EXTRA TIE AT THE TOP LAP REBAR 30" MIN 3 EXTRA TIES AT TOP
:--";f�===".7'""1USE 13 #6 BARS LONG ITU DI NALLY CONCRETE F'c= 2,500 PSI CAISSON DO NOT REQUIRE SPECIAL INSP PROVIDE 3" CONCRETE COVER BETWEEN SOIL AND STEEL i-,-24,,---i SPACE PIERS @10' ON CENTERS
#6 REBAR@ 15.5" o.c. VERTICAL /�
/-#6 REBAR@ 15.5" o.c. HORIZONTAL /
-'· -.-; . ,,·,·.··· ,, ·;,,-, . . ·• ··,·.;_ 3#6 BARST&B
� ·S---�>•,>;J+-., ./·: ii·:·,i .·:,,/;f :_::,'/··•,.•.•:•,:·.,·:.:././,_··½� 3#6 BARS T &B
_ ,, .' , • . .·. INTO CAISSON & MIN 30" LAP #3 ties@ 10 O.C. , ·,. • . N�------1�1 ,. I � ' . USE 13 #6 BARS LONGITUDINALLY , , , ;;-----,_ USE #3 TIES @ 9" O.C. ' ; ' ,, START FIRST TIE 4-1/2" BELOW F'c= 2,500 psi NO SPECIAL INSPECTION CONCRETE PER SEVERE EXPOSURE (S2) PER ACI 318-19 BOTTOM OF FOUNDATION ADD EXTRA TIE AT THE TOP
RETAINING WALL DETAIL CROSS SECTION
@ CONCRETE RETAINING WALL WITH CAISSON SUPPORTS
SECURE WITH 1/2" GALVANIZED MACHINE BOLTS � CITY OF CARLSBAD I SHEETS I
�J � "AS BUil T"
1-----+--+----------------+------t---+------t------i � ENGINEERING DEPARTMENT 71-----+--+----------------+------t---+------t------i GRADINGPLANSFOR:HILLSIDE PATIO HOMES 3311 -3313 DORADO PL. 3325-3327 VIVIEN DA CIR 24
30 @ SUMP BASIN DETAIL @SUMP COVER DETAIL
DEBERRY ENGINEERING ASSOC. INC. WILLIAM DEBERRY 17708 OLD WINERY CT POWAY, CA 92064 0 J,." 'cl!. NO. 34545* PIRES 09/3 �C/V\\-_./_,$,RCE___ EXP. ___ _ DATE GR 2023-0005 DETAILS APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26 858 451 0713
Q:c:J,U�REVIEWED BY:
INSPECTOR DATE DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: WJDCHKDBY: ___ RVWD BY: PROJECT NO. PD2023-0004 DRAWING NO. 541-5A
DATE
JN/JG
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... -
--
#6 BARS @16" oc-__
-·
---
~'
,------/--,------~
SLOPED 1.5% TO RETAINING WALL DRAIN '..'t;,'-;'., -(:
. I
#3 ties@ 10" O.C.
=
f •• ~·. •. Q_;·•:5
~ __ 1i--------t-----t---------+-------+-------+-------+__j ~I =-=---===,;====;-;::::::=~
Docusign Envelope ID: D4FEB2C2-7F21-4CBF-A336-35010BF77EED
11/15/2024
10.31.2024
10.31.2024
SIGNATURE
JN/JG
LO
9/30/26 DATE
TIER 2 CITY STORM
STORM WATER POLLU T!ON PR EVEN T!ON NO TES
GENERAL SITE MANAGEMENT REQUIREMENTS
THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TD
THROUGHOUT THE DURA T!ON OF THE CONSTRUCTION WORK (YEAR ROUND).
/. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT.· JOE AZAR FROM: UNLIMITED DRILLING
AT (TEL.NO.} 619 871 ZBBQ
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
J. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TD WORKING ORDER
TO THE SA T!SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T!ONS OR UNFORSEEN
CIRCUMSTANCES WHICH MAY ARISE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TD PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS
CONDITION.
6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
8. ALL GRAVEL BAGS SHALL CONTAIN J/4 INCH MINIMUM AGGREGATE.
9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY
INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES.
/0. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND
WILL 8£ UPGRADED, IF NECESSARY, TD PROVIDE SUFFICIENT PROTECTION FROM RUNOFF
DURING RAIN EVENTS.
II. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADE.QUA TE BMPs TD CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND
MAINTAINED.
IJ. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO
PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES,
MUST BE STORED ONS!TE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL
STAB/LIZA T!ON OR ESTABLISHED VE.GE.TA T!ON STAB/LIZA T!ON BMPs ARE NOT CONSIDERED
TD BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMcNT.
14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "!!£A THER TRIGGERED" ACTION
PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TD PROTECT THE EXPOSED PORTIONS OF
THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT
IS DcFINED AS A 40% CHANCc OF RAIN WITHIN A 5-DA Y NA T!ONAL !!£A THcR ScRVICc
FORECAST). ON REQUEST, THE OWNcR/DEVELOPER/CONTRACTDR MUST PROVIDE PROOF
OF THIS CAPABILITY.
15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE
AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY
ON THE ABILITY TD DEPLOY STANDBY BMP MATERIALS TD PREVENT EROSION OF SLOPES THAT
HA VE BcEN COMPLETED.
16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS
LIMITED TD THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT
PRIOR TO A PREDICTED RAIN EVENT. FOR LARGcR SITES, GRADING SHOULD BE PHASED.
IT MA y BE NECcSSARY TO DEPLOY EROSION AND SED!McNT CONTROL BMPs IN AREAS THAT
ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING
IS ALLOl\£D TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR.
17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED
MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY
TD INSTALL BMP MATERIALS IN A PROMPT MANNER IS llQI SUFFICIENT. BMPs NEED TD 8£
INSTALLED IN THESE AREAS.
18. BMPs MUST BE STOCKPILED AT VARIOUS LOCA T!ON THROUGHOUT THE PROJECT SITE
THROUGHOUT THE YcAR. WHENEVER THcRE IS A 40% CHANCE OR GREATER OF A RAIN
WITHIN A THREE (J) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE
ADcQUA Tel y STDCKP/LcD. BMPs MUST Be STOCKP/LcD AND READY FOR DEPLOYMcNT WHcN
THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH
THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER
cNFORCEMENT ACTION.
19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED 11££.KLY AND
PRIOR TO A FORcCASTED RAIN EVENT OF GRcA TER THAN 50%, AND AFTER A RAIN EVENT.
IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT
THE YEAR.
20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED DR IMPROVED
OR REPLACED WITH AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE
FAILURE OF A BMP IND/CA TES IT WAS NOT ADE.QUA TE FOR THE CIRCUMSTANCES IN WHICH
IT WAS USED. REPAIRS AND REPLACEMcNT MUST THEREFORE PUT A MORE ROBUST BMP
McASURc IN PLACE.
2/. ALL CONSTRUCT/ON EMPLOYcES MUST BE TRAINED ON THE IMPORTANCE OF STORM
WATER POLLUTION PREVENTION AND BMP MAINTENANCE.
WEATHER TRIGGERED ACTION PLAN
THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TD
COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A
PREDICTED STORM EVENT { A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40%
CHANCE OF RAIN BY THE NATIONAL !!£A THER SERVICE), IN ADDITION TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING,
NON-STORM WATER CONTROL. WASTE MANAGEMENT, AND MA TE.RIALS POLLUTION CONTROL.
THE NA T!ONAL f1£A THER SERVICE FORECAST SHALL BE MONITORED AND USED BY
THE DEVELOPER ON A DAILY BASIS. IF PREC/P/TA TION IS PREDICTED {40% CHANCE OF
RAIN}, THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED
WITHIN 48 HOURS AND PRIOR TD THE ONSET OF THE PREC/P/TA T!ON.
THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TD GRAVEL BAGS AND
SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST
MANAGEMENT PRACTICES MEASURES TD PROTECT THE EXPOSED AREAS FORM EROSION AND
PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HA VE ALREADY
BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED
VEGETA T/ON STAB/LIZA T!ON BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT
CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "!!£A THER TRIGGERED ACTION PLAN'.
AN ADE.QUA TE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
DEPLOYMENT OF "!!£A THER TRIGGERED BMPS~
EROSION CONTROL HYDROSEEDING, PLANTING AND IRRIGATION
/. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND !RR/GA T!ON SHALL
BE INSTALLED AND MAINTAINED AS REQUIRED IN ScCTION 2/2 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A HYDROScEDING SHALL BE APPLlcD TD:
I ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TD VERTICAL) OR
STEEPER WHEN THEY ARE.·
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TD PUBLIC
WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2 AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST.-
a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR
GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RE.CREA T!ON DIRECTOR AS
HIGHLY VISIBLE TD THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY
ENGINEER THAT WARRANTS /MME.DIA TE TREATMENT.
B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE
FOLLOWING CRITERIA:
I ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE.-
a. THREE TD EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WA TERING FROM QUICK COUPLERS/HOSE BIBS OR A
CONVENTIONAL SYSTEM OF LOW PREC/PITA TION SPRINKLcR
HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS
PROVIDING /00% COVERAGE.
2 AREAS SLOPED LESS THAN 6: I SHALL BE /RR/GA TED AS APPROVED BY
THE CITY ENGINEER, PRIOR TO HYDROSEED!NG. THE DEVELOPER SHALL
SUBMIT A PROPOSED SCHEME TD PROVIDE /RR/GA T!ON TD THE CITY
ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE
NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
J /RR/GA T!ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH.
C HYDROSEED!NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
I SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs PER ACRE OF ZORRO FESCUE
C. Jibs PcR ACRE OF C SCHOOL CIA CALIFORNICA
d. 4 lbs PER ACRE OF ACHILLE.A MILLE.FOL/A
e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER A CR£ IF DIMORPHOLECA
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL
STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY
DRILLING OR BROADCAS/NG BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TD THE JOBS/TE
IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT
OF FOOD AND A GR/CUL TUR£ CERT/FICA TION TAG ATTACHED TD,
OR PRINTED ON SAID CONTAINERS.
j NON-PHYTD-TOX/C 11£TT!NG AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2 TYPE I MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED,
IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS
THAN 50% IF THE STRAW INTO THE SOIL.
J FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0
WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING:
I ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMB/NA T!ON OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: /.
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFIC!ENTL Y
FRIABLE.
2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING
CONDITIONS EXIST.·
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BIT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TD PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED AND ALL BONDS RELEASED.
2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED
AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT
TD GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
J. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TD PROVIDE EFFICIENT
COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TD OCTOBER I, THE SLOPES SHALL
BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING MATERIAL APPROVED BY
THE PUBLIC WORKS INSPECTOR.
4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY
THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT
OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR.
5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL
COORD/NA TE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING
PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Erosion Control Sediment Control BMPs Tracking Non storm Water
BMPs Control BMPs Management BMP"s
C: -C: C: .Q .Q .Q C: "' -Q) --0, 0
C: "' C: '-' '-' C: i ·"" E .Q -0 _g _g .Q .9-0 ~ -t:: -::,;; "' "' c:,, L. -"! -.s -s::_ :, ~ 0 C: Q) .s Q) ..s "' "' "' §1 CZ-o~ c:,, 8-Q) "E C: "' C: (5 L. Best Management Practice' Q) ~ .s 0 ti co g-0 L. Q) C: c:,, c:,, "' " "' "' 0 Q) Q) -.s .c: .s E 0 .s '--' L. '--' "' "' "' £ ,:,
(BMP) Description ➔ ~~ ,:, "' '-' Q) (/J Q) "' c:,, Q) c:,, co 0 C: 0, C: C: Q) :j 0 0 0 0 " C: -g~ "' ,.., C: C: Q) "" ~Cl:l L. '-' -(/J ·-L. 0 0"' 0.2 0 §1 0, C: a co 0, c::,._ (.) Q) c:,, Q) -::;c a "" a C: Ct:: ~E 0 -1': 0 Q) ii3 .s "' >< 0 cl: Q)
E~ ·"'"' ;=::~ I.... :,g 0,-:g ~-S e Q) ,:, .c: C: Q) -~ ""' !!;! Q) :, -G S: en ·-,:, C: 0 '-' C: en~ -'-' L. Q) :, ,:, -Q ~ Q) '-' ·s: ~ 0 -·-8-Q) ec~ -Q 0 ·-0 (l) -~ "R 0 L. 0 -,:, Q) 0 L. '-' C: 0 0 -0 ~ .c: Q) ,g ~ 0 0, -So L. >< <'.'5 0 L. "" Q) 6 L. t;~ 0 -L. U)_s ~n= OQ 0 ~G Q lLJ :r:: lLJ Cl Vi (/J (/J c.::, (/J (/J Q (/J Ct:: QO Q
CASQA Designatton ➔ "' -st-"-0::, 0, -,,., -st-"-C, "' ,,., ,..__ 0::, --U) <o 0::, ---I I I I I I I I I I I I I I I I I I I I
(.) (.) (.) '--' (.) (.) ~ ~ ~ ~ ~ ~ ~ ~ g:: g:: (/J (/J (/J (/J
Construction Activity lLJ lLJ lLJ lLJ lLJ lLJ < < < <
A Grodinn /Soil Disturbance X X X X X X
II. Trench inn /Excavation
II. Stockoilina X
Drillina/Borina
Concrete/Asohalt Sawcuttino
X Concrete Flatwork
Paving
Conduit/Pipe Installation
Stucco/Mortar Work
X Waste Disoosa/ X
X Staqina/Lay Down Area X
Eauioment Maintenance and Fuelina
Hazardous Substance Use/Storaae
Dewoterinq
X Site Access Across Dirt X X
Other (list):
Instructions:
Waste Management and Materials
Pollution Control BMP's
-"' C: Q) ,:, C: ~ C: 0 0 Q) C' c:,, -0 C: "' Q)
~ .Q 0 -C:
,SC -"' ·., Q) 0 ~ -a~ "' ::;c C: Q) C: C: ,;: al a :::, Q) -Q) "' Q) ,. ~~ Q) " E "' E Q) :§ & .g "" L. -0 Q) -Q) ~ Q[: c:,, 1' c:,, ~ 0, L. 0 ,:, 0 c:,O '-' 0 Q) L. Q) '-' --~o -0 :-::: C: :.::::5 N C: C: C: 0 0 0 O 0 0 --bt8 ()5::,;; ::,;; (/J ::,;; (/J :r:: ::,;; '--' ::,;;
-"' ,,., .,,. CC) <o 0::,
I I I I I I I i i i i i i i
X X X X X
X )I X X X
X
X X X
X .x
CITY OF OCEANSIDE
HIGHWAY ?a
OCEAN
CITY
CITY OF VISTA
A
0 c < ~
-.." '<-a
CITY OF
~AN MARCOS
SITE -
___,..._____"=_,_,..
OF ENCINITAS~
VICINI TY MAP
SHEET INDEX:
SHEET 1: TITLE SHEET
SHEET 2: EROSION CONTROL PLANS
APN 223-200-16-55 223-200-16-56 ' ' 223-200-13-26, 223-200-32-27
SI TE ADDRESS:
3325 & 3327 VIVIEN DA CIR
3311 & 3313 DORADO PL
CARLSBAD, CA
AREA OF DISTURBANCE
AREA Or DISTURBANCE 5590 s.r.
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
Orr-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCTION
WORKER FOOT TRArr!C, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKr/LL CUTS AND SLOPE KEYWA YS)
1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. CONSTRUCTION THREAT· 2. Located along the top of the BMP Table is a list of BMP's with it"s corresponding California Stormwater Quality Association (CASQA) designation number. Choose one
or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column.
J. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project.
EMERGENCY CONT ACT .
NAME.· Joe Azar
ADDRESS: 9827 River Street, Lakeside. CA
TELEPHONE NO.: 619 871 7880
OWNER'S CERT/FICA TION:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST.· (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES
TD THE MAXIMUM EXTENT PRACTICABLE TD AVOID THE MOBILIZATION OF
POLLUTANTS SUCH AS SEDIMENT AND TD A VOID THE EXPOSURE OF STORM
WATER TD CONSTRUCTION RE.LA TED POLLUTANTS; AND (2) ADHERE TD, AND
AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCT/ON SWPPP
THROUGHOUT THE DURA T!ON OF THE CONSTRUCT/ON ACTIVITIES UNTIL THE
CONSTRUCT/ON WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD.
Hillside Patio Homes HOA
JACK SMYER
OWNER{S)/ OWNER'S AGENT NAME {PRINT) DATE
'
CONSTRUCTION THREAT TO STORM WATER QUALITY {CHECK BOX )
00 HIGH □ MEDIUM
OWNER /APPLICANT·
'
HILLSIDE PATIO HOMEOWNER ASSOCIATION
JACK SMYER
1110 CAMINO DEL MAR, SUITE F
DEL MAR, CA 92014
T. 858.755.4731 F. 858.755.6594
"AS BUil T"
RCE __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
_o_WN_ER_(s_J1_0WN_£_R_'s _________ DA-TE _______ __, I SH6EET I. _c_1_r_v_o_F_c_A_R_L_s_B_A_D~ I SHE7ETS I
_ ENGINEERING DEPARTMENT
NAME OF PREPARER: ___ W~IL=L=IA~M~D=E=B=E=R=R~Y~--
QUALIFICA llON OF PREPARER~· R~C=E~3~4=54~5~-----
ADDRESS: ---~17~7~0=8~O=L=D~W~IN=E=R~Y~C=T~---
POWAY CA 92064
PHONE NO.: --~8~5~8~4~5~1 ~07~1~3 ______ _
(lift.,, tT 0.0.,.,.,
C34545
SIGNATURE R. C.E./CERT. NO.
"
9-30-25 11-15-23
UC. EXP. DATE DATE
CITY STORMWATER POLLUTION PLAN (SWPPP)
TIER2
HILLSIDE PATIO HOMES
3311 -3313 DORADO PL.
GR 2023-ooos 3325-3327 v1v1-· ·-• r,0
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES
DWN BY: WJD
CHKD BY:
RVWDBY:
PROJECT NO.
PD2023-0004
DRAWING NO.
541-SA
Docusign Envelope ID: D4FEB2C2-7F21-4CBF-A336-35010BF77EED
11/15/2024
3329 Vivienda Cir CONS RUCTION ENTRAN EXISTING SINGLE FAMILY RESIDENCE CORE HOLE IN CUR.,...,----.._ 2/4
Fiber roll Slope
-� � -.----=1=1=����1.-/i:i«iEE '\\� N � -;-----------t-t-t==-:-+::'=
C
E
--
811 min
1� \m� I\ 1 3/4" x3/4" \wood stakes
DETAIL 'Q' FIBER ROLLS MID -SLOPE NO SCALE
ALLOW 2'-5" AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE FfL T£R
HAY BAL[
'9u
STAKE
FABR!C
FfLTcR FABR,'C
STAKE
max 41
spacing
1'!1!!!!1!!!11tj1Jji,ijl nil BACK f/LL
'II RENGTHENING
KEY IN FILTER FABRIC AMINIMUM OF 6' BELOW TH£ GROUND SURFACE AND 6" ACROSS, THEN BACKFILL WITH DIRT OR GRAVEL
DETAIL 'R' SILT FENCE INSTALLATION
ANCHORING
IE252. 3" TRIPLE WALL HDPE DRAIN PIPE : :; i::0_-. __ RAIN TO DIS RGE TO GUTTER
SE 7 STREET SWEEPIN
• '. ;.�: •• ' .. (:: �:::': '·.!'....
. ' • . ' • . • . ' • . ' . : : >�:: :�:::: :��:: :��:: :�•-: .. : :-: .-::�>-<:·:_ �.:·-�.. · :-\ >�:: :;�:: :�:
3323 Vivienda Cir EXISTING SINGLE FAMILY RESIDENCE
50' MIN.
CORRUGATED ST££L PANELS
;� ..1,=ll'-8� MIN /' '
EXISTING GROUND PROFILE
ACCESS ROAD
_L
20' MIN. T
R.D .. (EX S>1'.C W090 4x4 AS rT[MP RAMP
PAVED SURFACE
PAYED SURFACE
PROVIDE APPROPRIATE TRANSITfOI" �-------� BETWlrN STABIUZED CONSTR. I GRAV;L STON; SHALL 9; I -J /NCH;S I ;NTRANCE AND PAVE:D SURFAC;
DETAIL'S'
STABILIZED CONSTRUCT/ON ENTRANCE f PVT/ NO SCALE
BlffY
DETAIL 'T'
TWO LEVELS OF SAND Off GRAVEL BAGS -ONE BrLOW VISQUEEN, ONE ABOV£ (TO CONTAIN SPILLAGC')
VISOUEEN SKfRT
3327 Vivienda Cir
EXISTING SINGLE FAMILY RESIDENCE
3325 Vivienda Cir EXISTING SINGLE FAMILY RESIDENCE
WM-6
WM-8
LEGEND
DESCRIPTION
PROPERTY LINE
PRESERVATION -OF -EXISTING
SILT FENCE
STABILIZED CONSTRUCTION ENTRANCE
GRAVEL BAGS (2 BAGS HIGH)
DIRECTION/COURSE OF FLOW
FIBER ROLLS
HYDRAULIC MULCH I BFM
HAZARDOUS AND CONCRETE WASTE MANAGEMENT
SANITARY WASTE (PORTABLE TOILET)
MATERIALS DELIVERY AND STORAE AREA
TEMPORARY TRASH I SOLID WASTE
STREET SWEEPING
EXISTING RETAINING WALL TO REMAIN
l l 1 1 1 1 1
-\ �.\l l l 1l11 � -�
3309 Dorado Pl EXISTING SINGLE FAMILY RESIDENCE
3311 Dorado Pl Section B EXISTING SINGLE FAMILY RESIDENCE
�8" TOP OF SLOPE \ 1 ' � 111
1 1\ \-.:t,-¥'1-\'\ \
' 288'
STD DWG
EC -2
SE -1; DET. 'R'
TR-1; DET. 'S'
SE-6
SE-5;DET Q
EC-3
TC-2
WM-6, WM-8
WM -9; DET. •r
WM-1
WM-5
SE -7
1 t..1
• \\1 • 1 1 l 1 1 � l 1 1
FIBER RoK's6s· BEYOND DISTUR...§1::l>A'R
SYMBOL QUANTITY 2so-----�l45'45"W -- - -
////////
□ □ □ □
r['o�g,'o�g,'o�g .c:x:=:cx=x=,
i--------1 ----------------c::::'c::::'c::::'c::::'c::::'c=:c:::'C:::::
(NO SYMBOL)
574 LF
160 SF
180 LF 5590 SF
EA EA
_EA
3313 Dorado Pl
Section A
3315 Dorado Pl LIMIT OF GRADING EXISTING SINGLE FAMILY RESIDENCE
SCALE 1 "= 1 0'
'10 5 \
DEBERRY ENGINEERING ASSOCIATES17708 OLD WINERY CT POWAY, CA 92064 858 451 0713
0 10
�00
20
SANITARY TOILET (BIFFY) PROTECTION NO SCAL£ STANDARD ORA WINGS (SE-5, WM-5, ETC) CAN BE FOUND AT THE CALIFORNIA STORMWA TER QUALITYASSOC/A TION (CASQA) WEBSITE:https:I www.casqa.org/resourceslbmp-handbookslcomstruction
"AS BUil T"
RCE __ _ EXP. ___ _ DATE REVIEWED BY:
INSPECTOR DATE I S1ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT CITY STORMWATER POLLUTION PLAN (SWPPP) TIER2 HILLSIDE PATIO HOMES GR 2023-0005 APPROVED: 3311 -3313 DORADO PL. 3325-27 V JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26 OWNBY: WJD CHKDBY: RVWDBY: PROJECT NO. PD2023-0004 DRAWING NO. 541-5A
DATE
JN/JGLO
INC.
, I
SEDIMENT
INSTALLATION
I ~
STAKE
BACK FILL
N
D
PLAN
--,-,1 I,.._.,.-
,.,..,-:Tl ~
11
' 1¥ r . ·i
l \.k-U.\ll
Docusign Envelope ID: D4FEB2C2-7F21-4CBF-A336-35010BF77EED
11/15/2024